Himachal Pradesh Irrigation And Public Health Department Tender
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Himachal Pradesh Irrigation And Public Health Department - HPIPH Tender
Eprocure
Opening Date20 Aug 2020
Closing Date26 Aug 2020
Tender Amount₹ 11,83,674
Costs
EMD
₹ 23,700Document Cost
₹ 400Tender Fee
Refer Documents
Summary
Remodelling Of Wss To Village Ruding In Gp Ranika Distt L S H.p
Description
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Contact
Tender Id
2020_HPIPH_39979_1Bid Award Id
ViewTender No
3124-3174Tender Authority
Himachal Pradesh Irrigation And Public Health Department ViewPurchaser Address
-Website
http://http://hpiph.org/
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Documents
BOQ Items
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Excavation in earth work and disposal of all excavated earth upto lead of 20 metre and lift upto 1.50 metre, disposed earth to be levelled and neatly dressed including all leads and lifts complete as per direction of Engineer-in-charge
1.97
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Providing & Laying cement concrete 1:4:8 ( 1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
1.92
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Providing & Laying cement concrete 1:6:12 ( 1 cement : 6 sand : 12graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
4.73
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Providing and laying cement concrete 1:1.5:3 ( 1cement: 1.5 sand: 3graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
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Foundation, footings, bases of columns and the like and mass concrete with in all leads and lifts as per the direction of Engineer-in-Charge.
0.88
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Walls (any thickness but not exceeding 0.1 metre thickness) including attached pilasters, butresses, plinth and string concrete etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction of Engineer-in-Charge.
2.23
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Providing and laying cement concrete 1:2:4 ( 1cement: 2sand: 4graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement in:-
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Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels within all leads and lifts as per direction of Engineer-in-Charge.
0.31
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Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring ,shuttering, strutting & propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:-
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Veritcal surface such as wall ( any thickness) partion and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.
29.69
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Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc upto 200 mm in thickness with in all leads and lifts as per direction of Engineer-in-Charge.
2.38
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Random rubble masonery /polygonal rubble masonary ( Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with CC 1 : 6 : 12 ( 1 cement: 6 sand: 12 graded stone aggregate 20mm nominal size) in C.M. 1: 6 (1cement : 6sand) in Breast walls & retaining walls within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
29.4
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Cement concrete flooring 1:2:4 (1cement :2sand 4graded stone aggregate 20mm nominal size ) laid in one layer finished with a floating coat of neat cement 50mm thick with in all leads and lifts as per the direction of Engineer-in-Charge.
5.04
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20 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arises, internal rounded angles chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth in CM 1:3 (1cement : 3sand) in all leads and lifts as per the direction of Engineer-in-Charge.
15.36
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Providing & Laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
0.14
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Providing Mild/TOR steel reinforcement for RCC work i/c bending, binding & placing in position complete up to floor two level (TOR/Mild steel ) in all leads and lifts as per direction of Engineer-in charge.
308
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Laying, Jointing & Testing of HDPE pipe of following dia in trenches 10.00Kg PN-10Kgf/cm^2 working pressure PE-63 grade conforming to IS :4984-2016 complete including fitting within all lead and lift as per direction of Engineer-in-Charge (earth work in trenches to be meausred and paid for separately). (Scour Pipe 40mm Dia)
20
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Vent pipe 90mm Dia
2
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Providing & Laying cement concrete 1:3:6 ( 1 cement : 3 sand : 6graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation & plinth within all leads and lifts as per satisfaction and direction of Engineer-in-charge.
0.55
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Providing and fixing man hole cover with angle iron 455x610mm thick with base frame) civered with MS Sheet 2mm thick with alllocking arrangements to avoid social activities complete in all leads and lifts as per direction of the Engineer-in-charge.
1
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1.80 metre high fencing with 2.50 metres MS angle iron post with 300mm girth (miminum) 2.50metre centre to centre with nine horizontal lines and two diagonals of galvanized steel bar bed wire (IS:278-1962 Type-I) weighting 9.38kg/100metre (miminum) strained and fixed to posts complete within all leads and lifts as per satisfaction and direction of Engineer-in-charge. (Labour Rate)
30
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Steel work welded in built up sections trusses and framed work including cutting ,hoisting fixing in position and applying a priming coat of red lead paint complete with in all leads and lifts as per direction of Engineer-in-Charge.
28.76
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Wire crate of interlink chain filled with boulder with square cut faces against the chain( interlink chain to be measured and paid separately) in all leads and lifts as per the direction of Engineer-in-Charge.
125
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Wire crate made of interlink chain filled with boulder with square cut faces against the wire ( Boulder filling to be measured and paid separately) interlinked chain 5mm thick corresponding to SWG. 6 (15cmX 15cm) mesh as per the direction of Engineer-in-Charge.(Labour Rate)
500
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Providing, Laying , jointing and commissioning of HDPE (High density polyethlene pipe) of following diametre and class confirming to IS 4984 2016 (latest) with fusion welding process including all necessary fitting and bends in all leads and lifts to the entire satisfaction of Engineer-in- charge ( Earth work in trenches to be measured & paid for separately)
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HDPE pipe 40mm OD PN-10 as (IS: 4984-2016) PE-80
1350
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HDPE pipe 25mm OD PN-10 as (IS: 4984-2016) PE-80
350
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HDPE pipe 20mm OD PN-12.50 as (IS: 4984-2016) PE-80
100
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